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When the Cape Town, South Africa, Transnet National Ports Authority began a 12-month effort to expand its facility and upgrade its existing quays (wharfs), engineers realized that the Authority had a safety problem at its main container quay. Composites provided the solution.

The project raised the quay deck level with a cable tray (see bottom photo) thatruns along the quay’s edge. More than 1,200m/3,900 ft long and 3m/10 ft wide, the tray contains the electrical cables that power the large, rail-mounted gantry cranes (one can be seen in the background used to load and unload ships.
Source: Aerontec

A stiff rubber “Panzer” belt covers the 300-mm/12-inch gap between the deck pnaels, and the cranes are fitted with onboard lifters that bend the belt up out of the way as the crane rolls through on the rails.
Source: Aerontec

Each panel was raised to the specified height using stepped solid feet, bonded to the panel underside; the stepped feet were cored with a vertical pultruded FRP rod.
Source: Aerontec

In South Africa, the Transnet National Ports Authority of Cape Town operates a busy port with considerable container ship traffic. When it began a 12-month effort with a local civil engineering company to expand its facility and upgrade its existing quays (wharfs), engineers realized that the Authority had a safety problem at its main container quay: A raised cable tray runs along the quay’s edge. More than 1,200m/3,900 ft long and 3m/10 ft wide, the tray contains the electrical cables that power the large, rail-mounted gantry cranes used to load and unload ships. The tray was a serious trip hazard for workers. In search of a safer solution, the engineering company approached Cape Town-based composite materials supplier and distributor Aerontec.

“Engineers had considered pouring a concrete layer at 190 mm [7.5 inches] thick to bring the quay edge level with the cable tray and the crane rail,” says Graham Blyth, Aerontec’s owner. But that solution weighed in at about 1,000 tons, he recalls. The quay’s cantilevered deck and supporting piles weren’t designed to carry the additional weight. Further, he notes, the concrete’s “28-day cure time would have interfered with berthing ships.”

The cable tray problem needed a solution that would be not only light in weight, but also provide safe footing and permit access to existing manholes and fire hydrants, yet be cost-effective and easy to install. The Ports Authority further specified that any seawater that might wash over the installation should drain away quickly, with minimal corrosion. Perhaps the toughest requirement, however, was that the solution should be strong enough to bear loads of up to 36.3 metric tonnes (80,028 lb) in the event a shipping container is placed, or dropped, within the cable tray area. Finally, the structure should be replaceable, if damaged, and prevent damage to the quay’s underlying concrete surface.

An iterative design and testing process resulted in large, monolithic resin-infused, fiberglass-reinforced polymer (FRP) panels. The 32-mm/1.5-inch thick slabs, formed from woven glass roving and isophthalic polyester resin, were coated with a UV-stabilized iso-NPG (neopentyl glycol) and a nonslip grip finish and drilled to create drainage holes. The reinforcement was woven to Aerontec’s specification and supplied by Vision Composites (Winchester, U.K.) The resin, gel coat and flow-coating materials were sourced from two suppliers: NCS Resins (Pinetown, South Africa) and Scott Bader (Northamptonshire, U.K.). Aerontec partnered with composites fabricator MMS Technology (Centurion, South Africa) to manufacture and waterjet cut 1,161 panels of varying sizes, which were numbered for installation. Blyth explains that each panel was raised to the specified height using stepped solid feet, bonded to the panel underside; the stepped feet were cored with a vertical pultruded FRP rod. “The quay varies 80 mm [3.2 inches] in height over its surface,” he points out. “We needed to be virtually level with the crane rail to eliminate any trip hazard, so we bonded GFRP shims to the stepped feet to keep the panels level,” he adds.

Some panels required cutting to accommodate the quay bollards (thick, yellow curved posts in photos), and in other panels, openings were cut and fitted with hinged lids for manhole/fire hydrant access. A 300-mm/12-inch gap was left between the panels adjacent to the crane rail and the panels at the water’s edge, to accommodate the crane’s electrical cables. A stiff rubber “Panzer” belt covers the gap, and the cranes are fitted with onboard lifters that bend the belt up out of the way as the crane rolls through on the rails (see the middle photo).

The total weight of all the composite panels was just 226 metric tonnes (500,000 lb) — within the quay’s weight constraint — and the entire project was completed on schedule and within budget.

“As far as I know, this is the first time a project of this type has ever been undertaken in the world,” concludes Blyth. “And I believe it was also the biggest single composites job ever completed in South Africa.”